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| 1 | SH:- Construction of Transit quarter |
| 2 | Earthwork in excavationbymechanical means ( Hydraulic Excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 4 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 5 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 6 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete workexcluding cost of centering, shuttering and reinforcement- All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.21:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 9 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15olandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishingandreinforcement, with 3.3.1in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 10 | FORM WORK |
| 11 | Centering & shuttering including strutting & propping etc.& removal of form for: |
| 12 | (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 13 | B) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 14 | C) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 15 | (d) Suspended floors, roofs, landings, balconies and access platform |
| 16 | (e) Edges of slab and breaks in floors and walls(i) under 20 cm wide |
| 17 | f) Stairs,(excluding Landings) except spiral staircase |
| 18 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement including slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 19 | BRICK WORKS |
| 20 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 21 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:3 (1 cement : 4 c/sand) |
| 22 | WOOD WORK |
| 23 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for seperately: Local best quality Uningthou wood |
| 24 | (a) Local best quality Tolhao |
| 25 | Providing & fixing M.S. grills of required pattern in frames of windows, etc. with MS flats ,square or round bars, etc. including priming coat with approved steel primer all complete. |
| 26 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for seperately, all complete as per direction of Engineer-in-charge. |
| 27 | FINISHING WORK |
| 28 | 12 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand) |
| 29 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the jointts with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 30 | Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, in skirting, riser of steps over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 31 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 32 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface-Water thinnable cement primer |
| 33 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications: Two or more coats applied @1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr/10 sqm. |
| 34 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 35 | Painting with oil type wood preservativeof approved brandand manufacture:- New Work (Two or more coats) |
| 36 | Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish |
| 37 | 15 mm cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. |
| 38 | Providing 40 x 5 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge). |
| 39 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.b)250 x 16 mm. |
| 40 | (a)250 x 16 mm |
| 41 | Providing & fixing aluminium handless, ISI marked, anodised (anodic coating not less than grade ac 10 asper IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete. a)125 mm. |
| 42 | (a)125 mm |
| 43 | SANITARY INSTALLATIONS |
| 44 | Providing and fixingwater closet squatting pan ( Indian type WC pan)with 100mm SCI Por S trap, 10 litrelow level white PVC flushing cistern, i/c flush pipe, manually,controlled device (handle lever) conforming to IS: 7231,with all fittings and fixures complete, i/ccutting and making good the walls & floors whereever required :(a) White Vitreeous chinaOrrissa Pattern W.C. pan of size 580 x 440mm with integral type foot rests. |
| 45 | Providing and fixing wash basin with C.l. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 16.7A.1. (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass |
| 46 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 16.9.1. Kitchen sink with drain board 16.9.1.1. 510x1040 mm bowl depth 250 mm |
| 47 | P/F PVC soil waste and vent pipe (external) including cutting hoisting and fitting , makinggood the walls completed. 160 mm |
| 48 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directon of Engineerin charge. Internal work-Exposed on Wall a) 15 mm diameter |
| 49 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directon of Engineerin charge.(external work). c) 25 mm diameter |
| 50 | Providing and fixing brass bib cock ofapproved quality. (a) 15 mm nominal bore |
| 51 | Providing and fixing brass stop cock of approved quality. |
| 52 | Providing and fixingPTMT towelrail complete with brackets fied to wooden cleats with CP brass screws with concealed fittings arrangementof approved qualityand colour 600 mm long towel rail with total length of 645mm,width 78 mm and effective height of 88 mm , weighing not less than 190 grams |
| 53 | Providing and fixing 600 x450 mm beveled edge mirror of superior glass( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete |
| 54 | Providing and fixing unplasticised PVCconnection pipe with brass unions. a) 15 mm nominal bore |
| 55 | Providing and Placing on terrace ( at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet ,ouletand overflow pipes but without fittings and the base support for tank |
| 56 | Providing and fixing 1 KW Capacity electric water pump of approved make(Crompton brand ) 0.37/0.50 KW/HP. |
| 57 | Providing & fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colou or shadewith necessary screws etc. complete.ii)250 x 10 mm |
| 58 | Making plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggrt. of 20 mm nominal size) over 75 mm bed of dry bricks ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 59 | Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape …etc. |
| 60 | Providing and Fixing bright finished bras 100 mm mortice latch and lock with 6 levers and pair of lever handles with necessary screws,etc. complete (best make of approved quality). |
| 61 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 62 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. With float glass panes of 4.0 mm thickness. |
| 63 | SH: Construction of Approach road and Land development. |
| 64 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. 2.6.1. All kinds of soil |
| 65 | Providing, laying and compacting Granular Base/Sub base with naturally occuring Sand Gravel Material free from organic ore other deleterious constiuent spreading with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150 mm (spread thickness). |
| 66 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 67 | Grading-I |
| 68 | Grading-II |
| 69 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0. 70 kg/sqm using mechanical means. |
| 70 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 71 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (A) By Manuals Means. |
| 72 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats). ii) Case - II : Type B (Providing and laying of premix sandseal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7 mm sizeand penetration bitumen of suitable grade.) |
| 73 | SH:- Construction of Compound Fencing and line drain |
| 74 | Earthwork in excavationbymechanical means ( Hydraulic Excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil. |
| 75 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 76 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 77 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars. |
| 78 | Providing and laying in position specified grade of reinforced cement concrete workexcluding cost of centering, shuttering and reinforcement- All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 79 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.21:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 80 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15olandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishingandreinforcement, with 3.3.1in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 81 | Centering & shuttering including strutting & propping etc.& removal of form for: |
| 82 | (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 83 | B) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 84 | C) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 85 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 86 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:4 (1 cement : 4 c/sand) |
| 87 | 15 mm cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. |
| 88 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.(a)Using flats 30x6mm for diagonal braces and central cross piece. |
| 89 | \"Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete. a) In channel, angles & tees. |
| 90 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: (i) Two or more coats on new work over an under coat of suitableshade withordinary paint of approved brand and manufacture. |
